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HomeMy WebLinkAboutBuilding Permit Application 3: ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED rl Date: Permit Number: n, ,rte iP, � r� �' ', , Building Permit Application fl� Planning and Development Services ALIG 18 291? Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34952 St. Lucie C,o �ntY FL Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential _ PERMIT APPLICATION FOR: u PROPOSED IMFROVE.MENT.ZLQCATION ' , Address: �� c'jeL� ` �.1e �UCje TL 3q q 16 t Legal Description:-%X-) T VS e_ el u e Wlklnuu L..-.4, "fi T U Property Tax ID#: WL -- 5 06 __00M — Lot No. , Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED rDESCRIPT1aN OF WORK C"r CONSTRUCTIONINFORMATION Additional work to be pe ormed under this permit-c ec 511 t at app y: _HVAC _Gas Tank —Gas Piping Zhutters —Windows/Doors —Electric —Plumbing —Sprinklers _Generator —Roof Roof pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ Utilities: Sewer _Septic Building Height: OWNER/LESSEE 4 x s ^CONTRACTOR n � Name Name: 2<21J11,.1JOt U�nzIC..O Address: rjOZI. "nt lie5 CT Company:nduay,e ,o��lU roarS -,C�uC City: Qk_rt ',-A (UG_P Stater-- Address: 7 LILlf3 f-') :�e IJ 1Q CJ Zip Code: Fax: City: X-r-"VA KP • �L 16) State. Phone No. Zip Code: Fax: E-Mail: Phone No. 69 2 Fill in fee simple Title Holder on next page(if different E-Mail PdUbixa 1),j'L iU4rgtj 015 La 4a•Co�` from the Owner listed above) State or County License: If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. y �•r SUPPLEMENTAL CONSTRUCTION UDEN LAW INPORMATIO,N _ MORTGAGE COMPANY:`.,r. Not Applicable DESIGNER ENGINEER• Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: ^Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming po s fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Y r failur to Record a Notice of Commencement may result in your paying twice for improvements to your prperty. A •otce of Commencement must be recorded and po e_d on4he jobsite before the first inspectio . If you int nd to obtain financing, consult with lender or an Attorney before commencin ork or re rdingyour otce of Commencement. Signature of Owner/Lessee tractoks Agent for Owner Signature df Contractor icense Ho er STATE OF FLORIDA 4 STATE OF FLORIDA COUNTY OF COUNTY OF The for oing inst ument was acknowledged before me The forgoing instr men was acknowledged before me this day of ,20fl_ by this 41day of 20 by Name of person making statement Name of person making statement Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced_ ( . •�.� Produced {' ^ 1 ifA - ( C-'.— (Signature of Notary Publir_5ta-te G.fF4Qr!dazj,.�,� ,�, (Signature of Notary Public-State,clf- lor�idje """„ - „`” KAIZEN S. NIELSEN °.,aYa.,, KAREN S. NIELSEN °NY"�� Commission No. `e - C Seam Sion n FF 115637 ommission N( 1'J n A �(,Sbg SjO11 FF 11563 #^ 4 ,t my Commission Expires .'l ye; ,�; i•Y k1°emission Expires 2078 „, ,;:' June 12, 2018 June 1 2, •;•_ G�,y.Ea...._..r.. -...,��'.:,m_ _ tWknY++c.1*:.raYJ•• _ _ REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY;f; ' " FILE # 4342113 OR BOOK 4032 PAGE 2069, Recorded 08/18/2017 (1'920`':54' AM AUG I PEP�`f'i�Ci�IC NOTICE OF COMMENCEMENT S,.Lucie Gollnty, FL Permit No. Property Tax 11D No. -3322—50(0-DOR-1-ox—� State of Florida,County of St.Lucie The Undersigned hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information is provided in this Notice of Commencement. `` Legal Description of property and address if available n 1\ .9 � 1\,T14 e U C �l LDU General description of improvements Ownertlessee -aa-x Address �. pJ c Interest in property: �t 1 Zl l,°- Fee Simple Title holder(if other than owner) Address = Contractor P6Q6P i!J e' 0 Phone# p u Address Fax# w Surety Phone# Address Fax# _=o cc r a} LU Amount of.Bond CD V Lender Phone# ?- w Address Fax# ¢ Lu Persons within the State of Florida designated by Owner upon whom notices or other documents may be served apl�ide�t� w by Section 713.13(a)7.,Florida Statues: s+-�+y z Name Phone# � 5p t Address Fax# ,g,.z a In addition to himself,owner designates of Phone# Fax# to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement Is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF'ME NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER C11713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTENS)TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE. OF COMMENCMENT. o /Lessee,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager/Signature Signatory's Title/Otrice State of Florida,County of 44 1V k -p PA 1 Acknowledged before me this ,day A u ` 20�,by �; who Is personally known to me or who has produced as identification. l- tial Signature of Notary Type or Print Name of Notary MAIA I04 VELASCC Q •'c MY C Mt ON 0 GG05039c' Title:Notary Public Commission Number V ©rJd 39 f EXPIR98 November28.2020 . i • t .. lJ..�ly.` ,..�`�, �. .CNS. { ,f_„._ 4 ' ., .. �. .._ ' .• ... ..,, t„_ � .,. .,. � ,_ , .. '_ f � .. _., ,.�...._. 61, 6m ItA fir.JA 1 1 : �..,_T_.., , i t , ' 7 , , f , ......,. .._ ... ... ....... .... .f .,..... _ _. .-. ., - .. _ i { t t M9 MeIAlftM loADE FII� LL C 0P� `I�48 ADF CO 7 y RODJCT CONTROL N DE NT OF REGULATORY AND FCONONHC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2509 — NOTICE OF ACCEPTANCE (NOR} npki Rollingshield,Inc. 9875 N.W.791 Avenue AUG I R '9135' Hialeah Gardens,Florida 33016 PFS it 1:T4 f I G SCOPE: Si. Lucie County, FL This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AW(in areas other than Miami Dade County)reserve the right to have this product or m'aterial tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 11 RS-1 High Velocity"Aluminum Accordion Shutter System APPROVAL DOCIJAITM: Drawing No.01-12(RS1-06),titled"RS-1 High Velocity Shutter System",sheets I through 9 of 9,&2A of 9,prepared by V.M.Engineering,last revision#5 dated April 22,2015,signed and seated by Morgan Villanueva,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS20 1,TAS-202, and TAS-203,unless otherwise noted herein_ .RENEWALof this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of-NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 415-0505.01 and consists of this page 1,evidence submitted pages E-1,E.-2,E-3,E-4& E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. NOA No. 10-0725.01 Expiration Date:01/19/2022 [A PROVED Approval Date:09/15/2016 Page 1 a RQllingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0822.03 A. DRAWINGS 1. Drawing No. 06-003851, titled "AS-]High Velocity Shutter System '; sheets I through 9 of 9,prepared by V M Engineering, dated July 05, 2006, last revision #1 dated November 25, 2006, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 06-1826 C.. CALCULATIONS: 1. See Association's generic approval under 06-1826. D. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-1826. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated October 19, 2006, certifying this product to meet the criteria ofproduct tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami Dade County Approval No. 06-1826, signed by Jose Delgado_ 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. .Letter issued by V M. Engineering, dated October 19, 2006, cert&ng that the drawing(No. 06-003RS1)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06-004RS1). 4. Acceptance.Letter issued to Mr. Jose Delgado on December 10, 2006 and returned signed by Mr.Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL##07-0206.03 A. DRAWINGS 1. Drawing No. 06-003RS1, titled "RSI High Velocity Shutter System'; sheets I thru. 9 of 9, &2A of 9,prepared by V M Engineering, dated 0710512006, last revision#2 dated 1111012006, signed and sealed by Morgan Villanueva, P.E. on 02102107. ebny A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/1912022 Approval Date:09/15/2016 E-1 Ro inohieid,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 06-2372. C. CALCULATIONS: I. See Association's generic approval under 06-2372. D. QUALITY CONTROL 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-2372. F. STATEMENTS 1. Release letter issued by National Shutter Association dated October 19, 2006, certifying this product to meet the criteria ofproduct tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami Dade County Approval No. 06-2372, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V M Engineering, dated October 19, 2006, certifying that the drawing(No. 06-003RS1)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06-004RS1), revision#2. 4. Acceptance Letter issued to Mr. Jose Delgado on December 09, 2006 and returned signed by Mr. Jose Delgado on December ll, 2006, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0604.13 A. DRAWINGS 1. Drawing No. 09-008RSI, titled "RS-1 High Velocity Shutter System", sheets I thru. 9 of 9, &2A of 9,prepared by V. M. Engineering, dated 0511412009, last revision 43 dated 0511 x12009, signed and sealed by Morgan Villanueva, P.E. on 05127109. B. TESTS 1. See Association's generic approval under 09-0830. C. CALCULATIONS: 1. See Association's generic approval under 09-0830. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/1912022 Approval Date:09/15/2016 E-2 y Rollznp-shield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY CONTROL 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 09-0830. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated May 21, 2009, certifying this product to meet the criteria of product tested and qpprove4 and allowing Rollingshield, Inc. to use the test results approved under.Miami-Dade County Approval No. 09-0830, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated May 21, 2009, signed by Mr. Jose Delgado. 3. .Letter issued by V M Engineering, dated May 21, 2009, certifying that the drawing (No. 09-008RS1)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 09-016RS1), dated May 29, 2009. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#I1-1227.04 A. DRAWINGS 1. Drawing No. 12-2011(RSI-06), titled "RSI High Velocity Shutter System", sheets 1 through 9 of 9, &2A of 9,prepared by V. M. Engineering, dated 1212612011, last revision#4 dated 1212612011, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 12-0074. C. CALCULATIONS: 1. ,See Association's generic approval under 12-0074. D. QUALITY CONTROL 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 12-0074. Affmy- A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19/2022 Approval Date: 09/15/2016 E-3 Rollinshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Release letter issued by National Shutter Association, dated January 13, 2012, certifying this product to meet the criteria of product tested and approved and allowing Rollingshield Inc. to use the test results approved under Miami-Dade County Approval No. 12-0074, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated January 13, 2012, signed by Mr. Jose Delgado. 3. Letter issued by V. M Engineering, dated January 13, 2012, certifying that the drawing(No. 12-2011(RS1-06)prepared far Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0505.01 A. DRAWINGS 1. Drawing No. 01-12 (RSI-06), titled "RS-1 High Velocity Shutter System", sheets I through 9 of 9, &2A of 9,prepared by V M Engineering, last revision 95 dated April 22, 2015, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1, None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. Florida Building Code, 2014 Edition, compliance letter,prepared by V M. Engineering, dated May 12, 2015, signed and sealed by Morgan Villanueva, P.E. mp A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/1912022 Approval Date:09/15/2016 E-4 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami-Dade County Department of Regulatory and Economic Resources (RER)- E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. Korida Building Code, 2014 Edition, compliance letter,prepared by V M. Engineering, dated July 19, 2016, signed and sealed by Morgan VdlanuevaP.E. &5Welmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09/15/2016 R-5 GENERAL IN ILL HE SECTIONS 1609 OF THE 7. CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER W 1.THIS.SHUTTER ACCORDION"RS-'I" HAS BEEN VERIFIED IN ACCORDANCE:WITH a 0 FLORIDA BUILDING CODE EDITION 20I4,'AS PER TAS 201-94,TAS 202-94&TAS 203-94 OF THE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION- U) PROTOCOLS FOR HICH-VELOCITY HURRICANES,ZONES,AND AS PER AMERICAN TESTING LABORATORY WITH THE d 18 TEST NO.4986, CONTRACTOR SHALL BE RESPONSIBLE FOR: WIND -VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT z THE DESIGN LOADS COMPLY WITH SECTION 1620 OF THE FLORIDA BUILDING CODE EDITION 2014,THE lei PRESSURES SHOWN IN THE TABLES ON SHEETS(8 OF 9)AND (7 OF 9) IN THIS DOCUMENTS ARE AS PER ANY DAMAGE TO EXISTING STRUCTURE -SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT WITH THE STRUCTURE 70 R FPC 20.14 EDITION (ALLOWABLE SERVfCE DESGN),TO OBTAIN THE EQUIVALENT ULTIMATE"NO PRESSURES. it PREVENT ANY DAMAGE DUE 70 WIND AND RAIN I`H LATE WORK INCLUDING ILIFE SAFETY OF I DIVIDE THE WIND PRESSURES SHOWN IN THE TABLES ON SHEETS (6 OF 9)AND (7 OF 9) OF THIS -SELECT THE PROPER TYPE OF INSTALLATION TO PROVIDE APPROPR It DOCUMENT BY 0.6 FACTOR ULTIMATE FACTOR OESIGN01. IN ORDER TO VERIFY THIN T ANCHORS ON THIS THIS PRODUCT. PRODUCT APPROVAL DOC MINTS.AS TESTED, WERE OT OVERSTRESSED,A 339 INCREASE IN ALLOWABLE -IFIN ANY CASE CONTRACTOR NEEDS TO MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS,AND IN THE LABORATORY THE TEST LOAD WAS IMMEDIATELY To ENGINEER OF RECORD BEFORE ANY ACTION- ------ 50%.MORE OF DESIGN LOAD, j THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE 8.A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON RESISTANCE AS SHOWN IN THE TEST RESULTS FROM LABORATORY. 'THE CENTERMATC, COMPONENT 2 OR 3. AND LAST BUT NOT LESS,THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE LABEL SHALL REAM INStALLED AT HIGH VELOCITY HURRICANE ZONES (H.%H.Z-)l* AS-1 ALUMINUM ACCORDION. D 2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6083-T6 ALLOY AND TEMPER,WITH MIAMI, FLORID IND. Fy -t 25.0 kal MINIMUM(UNLESS OTHERWISE NOTED). MWA-DADE COUNTY PRODUCT CONTROL APPROVED. 3.SCREWS SHALL BE: 9.THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY AISI SERIES 304 OR 316 STAINLESS STEEL, Fy-35ka1 MIN. WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUTUDINO AND ZONING REGULATIONS CARBON STEEL CORROSION RESISTANT AS PER DIN 50018,Fy-50kal. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To, 4, DOLTS SHALL BE: 10.THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN 9 MEETS THE FOLLOWING TERMS: T4-2024 ALUMINUM ALLOY AND TEMPER, Fy- 18kal MIN. -PLANS SHALL BE SIGNED &SEALED BY THE ENGINEER OF RECORD. ASTM A-307 GALVANIZED STEEL, F 50 -NO MODIFICATIONS AND/OR ALTERATIONS MAY BE MADE BY ANY MEANS. a si a AISI SERIES 304 STAILESS STEEL, q1ad-35k3i MIN, 11.THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SUE, .1 a a6l I PRODUCT REI-lswrl) t� 5.,ANCHORS TO WALL SHALL BE AS FOLLOWS: 41-11 w cmplyirg with the Fl�ids Building Code. 6-0 Z, A AKovinwt.-e No 7 >L o �40��TA-P.O�N A��NCHOR.AND��iVOi m"mi-SET TAPCON, MANUFACTURED By I.T.W. RAmsEr/RED HEAD. ELCO'TEXTRON, 0 Ego I 7/8'CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS NOTES: ENT a CIVEM 5 5.1.1;MINIMUM EMBEDMINTPOURED COOF ANCHORS IS 1 3 -.MINIMUM EMBEDMENT OF O 1/4-0 CALK-INNCRETE ANCHORSTAPCON SHALL BE 7/8"INTO THE/4POURED CONCRETE. 3 5 7 NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED TOGETHER WITH 10 12 iS 17 19 + OR (9 1/479'CALK-IN ANCHORS. Qp & 5.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.1.1)& 5.1.2)ABOVE. OR (3)OR + (5.3) TO EXISTING CONCRETE BLOCK WALL 1/4-0 TAPCON ANCHORS AND 1/4'0 wxi-sEr TAPcom,As MANUFACTURED BY I.T.W. RAMSEr/RED HEA + Dr (f) Tyllp 1/4"0 CRETE-FLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO TEXTRON. A yr 1/4'0 x 71W CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS CL cn x NOTES: 5 4.1� MIMMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON &WEDGE-BOLT ANCHORS, IS 1 Ile. 2 'PRODucrRavisaa, 0 as complying with IN Florldn 0 8:4 MINIMUM EMBEDMENT OF 11,ro CALK-IN ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. C Building Code NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. i/V 0-20 S.S. MACHINE SCREW USED TOGETHER WITH 0 Ac )$"p$ac uj 1/4'd CALK-IN ANCHORS. ANY D 5,5)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND wu Illy otcontral (5.6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF C4 0 SAID)PALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES&4.1) &5.4.2)ABOVE C THE ANCAOR'S MANUFACTURER, S (5.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE(C.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS ON DATE: 4-22-2015 22-201 ZUID AHEET 7 OF 9, R III F.B.C. 6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES 2 4 8 9 20 6 + (High Volo;lty Hurricane Zone) ON SHEET'6 OF 9). FLOOR MOUNTING INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT TYPICAL 11 14 16 10 21 + 1 OR OR ENTRANCE SHUTTER ELEV DWG No.01-12 (RSI-06) Typ TO BOTTOM SHEET I OF 9 L .070' �300• •y o Ld 10? OO OZ MALE CENTERMATE 9LADE 0 FEMALE CENTERMATE BLADE (4 180' MALE STARTER a 2.146. — 00 25 — 079• —076• y I - I�HEADER WALL MOUNT. ©B.O. HEADER WALL MOUNT OC LI G H D R MO NT. 8 00 Sl � Nd I J o •SIN, PRooUCTP.MOUBn i of oomPlying / the Florida BulldfivAroep 00,No . Z �� V .069" RVI,Uon Dacc o Z 2 .969• By sr .a Canuo i N . 12 ALUMINUM 8.0. ANGLE ,/ �►si�i��u�� ' ADJUSTABLE FLOOR SILL ADAPTOR 11 STARTER ANGLE (RALUMINUM B.0 ANGLE .. _THRESHOLD TRACK PRODUCFRRVIBRD c nOoomU ldingCnplI lorida ' AecsptoncoNq/$%0 � 09J' Brill Ilon Dato 'I,Q I .i20' .277• PD odnel Control • ,09J" J- .076' .062' .091 .080• 8 62' 72' J .oeo' SCALE: DATE: 4-22-2015 r • F.B.C. " 17 ADJUSTABLE FLOOR SILL J (High Veloclty Hurricane Zone) 15 CEILING HEADER 16 FLOOR SILL ADAPTOR W f LlP DWG Not 01-12 (RS1-06) 21 WALL HEADER SHEET 2 OF 9 I J.000'MAX' CLEAR PANEL /I re ssm.'s, (2)!��ES MR MDT" 3116-POP RIVET5 AS SHOWN J116 0 ALUM pop 9 2,500, 7/8' r T­ kany PLASTIC 16 KNOBF 0 0 17—J1 WX 2.000'WX NICKEL PLATED PUSH rl PRE'-HOLES LOCK 60 CY LOCKINE- ==III I I"r,NO,r, I NMUW LKIGNO P14T W1001 Or I'MR EWRr Q0--i Nl-vvurlm.aws LexW EXISTING GLASS MA SMARVION (SEE SCHEDULE To"s ON SHEET0 4-0 rAPCON ANCHORS W1 .250' Ij"MIN. EMBEDMENT INTO d % uw CONCRETE(P 4.5"D.C. MAX, J0 CRETE FLEX ANCHORS I W( J"N41NNEW J"THICKNESS x EMBEDMENT INTO N 0 Co0,7ETE CONT. (6063-7-6 ALLOY 0 6"D.C. MAX OR TEMPER) ALUM, PLATE- 0 CALK-IN ANCHORS W1 J' .250' 22 MIN, EMBEDMENT INTO .500, AlAkk&&YAL BLADE DETAIL OF CLEAR CONCRE7FAT 4"O.C. MAX. 1 it 111w, z OR PRODU 00"'ling Code w HAXMUm NUMBER OF CLFAR PANELS PER SHUTTER 4 4 • 7 Aimcluen'"'o 'OS' iwusr NOT EXCEEDED FOUR (4.) PEI?ACCORDION AND 4LAMY- /071 Q LOCATED TWO AT EACH SIDE OF THE CENTERMATES MUCTPENEVED STARTED AT THIRD BLADE AFTER THE CENTERMATES a� I Me""Plying with 11,,�Florida amily Ud I AND THE SECOND ONE FOURTH BLADE AFTER, TYPtQAL 4w— AT E E all EACH SIDE OF THE SHUTTER 114-0-20 S.S. ACCIT -0 9ro) go 4 W1 NUT& WASHER ti i Due D.C. OR#14.jx, C642WFMO 4.5"0 is i 4-22-2015 CLEAR PANEL SHALL BE LEXAN RESIN AFIOJ- S,112 POURED SLAB IF (UV STABILIZED) OR EQUIVALENT COMPARABLE 710 CONCRETE APPLICABLE F.B.C. G.E. LEX4N POLYMER SH #90 REQUIRED (High velocity Hurricane Zono) POLyME5MSjyJ4, THERMOPLAS711C STRENGTH PY-8.9ksl. Fb=12.9ksi, E=J28,7ksi TYPICAL CONNECTION WITH ALUMINUMPLATEDWG Na:01-•t2 (R51-p6) FOR WINDOW..0 JL SHEET 2A OF 9 POURED POURED a EDGE OF CONCRETE CONCRETE AMHOttS 4F ENE OF CONCRETE CONCRETE ANCHORS u 13 CQ<.'tRflE Yr REQUIRE (SPE SCHEDULE ON SHEEP 7j CONCRETE 6 APCUcABIEF REWIRED (SEE SCHEDULE ON SHEET 7) aH Rk APPLKABLE A+PUCAB,I •E.q:' •• N. , a.. EDC%OF ��a gppg LL k E.Q.SEE SHEEZ 7':• CONCRETE uw t 9 E ¢ Q .. , .. .. S , APP!±ucABtE 888 dp .•:o -�.. _ VIM -- Cho E%CLASS pgcLASS I I A 1 1 ��1 MIN.SEPARATION ( MIN,SEPARATION I t'1y TO GIASS TQ CLASS u�vvvt Hmax (SEE SCHEWLE (pry SHEET B) Gy ON SHEET 6) OOOffff(% I 1 I! Q CEILING HEADER MOUNTING INSTALLATION Q CEILING HEADER MOUNTING INSTAL L.AI c s ' i I MINTO CUSS DN I I I 1 Ltt CS i J (SEE SCHEDULE I! I m II 1 m ON SHEET 6) der %•s i MIN.SEPARATION C44s TO CLASS ' AN1 ALTERNATE (SEE LE ANCHOR ON SHEET U0) 8Y I LOCATION r { MIN. /14x f4'S.S.6.04 t POURED OUR 0 12 D.C. SI 'CONCRETE 14x3/4'5.4.S,D.S. f CONCRETE MIN �/�O ', •. R`Q �t ' REWIRED " p 12"O.C. �y N REQUIRED - • //► 1111111\1 j •" •,, •' •4:91: ,'*• "�a,, .E&' .•E:Q. T'.Y• i .E.Q' •E'.O.' EG q- ., 1/2' ••• PRODSICi'RaVISE4 0 1 .•E.0. EE'SHEEi•7= ••� •' E.D.SEE SHEET 7 E.D.SEE SHEET 7 mx comptying wiih liroP1071da j R•0,SEE'SH�Ef 7 EDGE OF i EDGE OF CO OF EDGE OF .. �"e' '4 •�a SIS Dullding Cordo W i SUB IF 1,`' S IP SUO TF .„.---_..—._ APPLICABLE Acceplan:oNof�o ,019 f APPUKABLE •' ' '•` ' UCAR.E APPLICABLE ”"—•.—'a_�.:..)ti- •I• 8xp1 yon Dnio f 7 O CONCRETE ANCHORS V ANCHOR (SEE SCHEDULE ON 7)• (SEE SCHEDULE ANCHORS SHEET 7) Nam D Itct Control {ACATION O SILL A ADJUSTABLE FLOORQ SILL L x ADJUSTABLE FLOOR MOUNTING G IMSTALLATTION y I oramPlyineg-*h the f1wida PATE• 4^22-2015 Building CO& �• p ALCCPL+ncc No�, —O .O' f.D.�!. 6�y !?atu�Z"'Z (High Velocity HurT4COno Zone) Mfmny tcLCon DWG No:01-12 (I(551-06) f0-Er 3 OF 9 t I i I CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) POURED CONCRETE POURED CONCRETE m 0 ddd OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK .REQUIRED CONCRETE ANCHORS REQUIRED 1/4'0-20 S.S.M.S. _ CONCRETE ANCHORS EWARFS (SEE SCHEDULE ON SHEET 7) .d•- �...•�•. .A . d. ••4,! , .. O/BN OS.OR��E4ILJ/4' I A € � p9i (p * 1 d (SEE SCHEDULE ON SHEET 7) SDC EO a 1t0 ... • II 1� , •. • 1 I .� • 1 11 = •• r d.:•• y .- n N :•tea...':', II •i d• l'iI'I IIgr11 .• •.. {JI � ��m yl i5 ��Ip IIDI �I j�m EXISTIND MIN.SEPARATION I 1 rc x EXISTING MNV.SEPAPATK)N IMIN GLASS TO GlAS3 I L h GLASS TO C.IASS •1 CUSS I roON (SEE SCHEDULE ' ON SHEEP B) � D{ ON SHEET 6 � ON SHEET 0) '^ I II 1 • � I 05ISTALLATION P.Q. HEADER WALL MOUNTING INSTALLATION Q7 10, CEILING HEADER MOUNTING INSTALLATION POURED CONCRETE ti F I OR CONCRETE 810CN REWIRED CONCRETE ANCHORS 1 � (SEE SCHEDULE ON SHEET 7) E# G i MIN.SEPARATION 7 i CSTNNLASTO CLASS S I MIN.SEP TION ��,y (SEE SCHEDULE � ( I I •• .. ON SHEET 6) I 814x3/4' SEE SCHEDULE ON SHEET 6) I ®12'O,C. z �I V •N ~ I a 1k 3/e" POURED I d .' n•t '. MIN. I CONCRETE •.d• A �• S� RE'OUNRED I '4. • I II �.,• i`Q�. i .: d• ,•. I I •,, LOCATION . L " : 'P ' ,� EXISTING• MIN.SEPARATION :•,4 ANCHOR 9 111111 x t.• GLASS TO LASS f •,d •d• 1 (SEE SCHEDULE ,4• .E_t_ ,a A.5 •H ` .�E.• SEE B 7 ON SHEET 6) I '{ I - \; E.Q. E.C. E.O. EO ocamplying n'OI IIw18Dtida OU i T d.' •e Building Codol r W o •d 1/4'0-7.0 SS.M.S. AL•CC Hance No11 l* 4 W/HUf k WASHER BxplPlion Data ��Q CONCRETE ANCHORS POURED CONCRETE o 9'O.C.OR/14x J/4' O (5[E SCHEDULE ON SHEEP 7) OA CONCRETE BLOCK S.S.S.D.S.O B'O.C. B I REQUIRED D aCtCoawl s ONCRETE ANCHORS Q9 THRESHOLD FLOOR MOUNTING INSTALLATION ® WALL MOUNTIN IN TALLATIO►ILUDUCT'iCE:NG1Nliii (SEE SCHEDULE ON SIIEET SCALE: its CongA'ingwith LAIC Fiona'' DATE: 4-22-2015 Ruildiag Code _ 8 B.O. SILL & ADJUSTABLE A`a`• toftNe �� DI OR M UNTING INSTALLATION F.B.C. E ti. rJale -ZC.Z-E, (High Velocity HurNcane Zone) By hTi dart Ina'. DWG No:01-12 (RSI-06) SHEET 4 OF 9 I I PWRFO CONCRETE OR C&KmuE 1 BLOCK WALL Rzwr" - POLIREO CONCRETE OR CONCRETE •CONCRLTE ANCHORS o 12• ( snot C v Q S •COhL^4FIE ANCHORS O 12'O.0 FOR BLOCK WALL REMMM 0.0 FDRE.O./OR J'MNL ED.FOR Y.5'OR 2'USE _ 2.5'OR T'I/56' CONOffJEAS CaNCR W ANCHORS A7 e•aG LBSRNO OfASS OBSTWO CLUS. N&7faT5 Ar B'0.G --------- ------------------------ 1 __--��} a (yp](��p�t OOR N \ I = (1 g t® FOR J•4M Ca fat + R O.0 LL99® 'J"OR 2•wz cofirlum ANCMRJ AT---C f7oS11W 0TAi4 \ Q I Sam ® EE -_--..-_-_— _ _ _ ALUM.PoP / �, ' -- ----- ------------"•---- ANE7 O)•as _ 1 7YP 2 4 Lxlmm lw,xte 2 own co ElE J �• I JDIaTV LOL19aR .� �� REREWRED� YRWg f/f`0 LA0 SCREWS O B'0.6 j TOP h 80TR)M I i cii EM W I I TO<:XIS7lNG WOOD. 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(��Q' p u��.sroPJLZIa o a aatx xo9a• I OR© U3 a as PsvJ .01 coHr. ARQr SECTION C z•X4"AHN wooD J/4% AG SCREWS o B D,c. SF_CTION E sn10s REroD. r W I I/1'MIN.THREADED � BEDMEM TO vl( NO WOOD. MODUCMEVISED O 1`F 2W111.^OR A31k.0Yo• EXISTING GLASS sawn Mlytngwitltlhe Plmldu V Atm..RUBE(does-re ALLOY m 15YPER) Bullding COdo' W i NOTES fL7R LOCKING rrFnBn ———— ACCtpmna No 5-O D .010 J t•s 4 PUSH BOTTOM LOCK 2(D1 ANY BE USED FOR INSTAL[AROALY 4 Bxp Ilan Dnb O (7 Qo ' 212 x1/e1NBE SIZE ALUM. SELUAED FROM TN SfDE OR INSW OF SHUTTER• 09 ANCLL4 10r/BWYOAr W/ WHEN UISTN,UNO RgOM TN€OUTSIDE,A 7/8'!H°LE y (4)J/16 AMn.FnP RNEIS OR 9 ALL 8E ORK�,€D T(J)ANO gq MUST BE RNE/ED FROM x!?�� I/2 M N MI uct Control � it /Itv.T/4'sus r0 NBE Nm WE'WK OFIyrJ T°777€FROWTW/(2)J/15'E ALUM.POP y ( f 1'X T//4 /APCOf19 RIVETS,A J�¢�qQ 0 aRS,�bYiOWh: ACD HOLE MUST THEN BE ORlUFA AT®ro ALLOW FA fDR Pf TD PASS MEN NS . AFO F74OM rHE R75TDE,®MUST BE RN�E7E0 IO(�W/(T)J/!B"0 ALUM.POP J1 0 L r �2�JSe77 l}mfEE7Nf BBEE DRILLED 7HRLl J °ei ALLOW FOR xr, wN 7O PASS THRU. DATE: �a•-222-2015 EDGE of STAB $116k1"LOCK ANY 0£USED AL7CJ7NAT7L•ELLY TD LOCK r•o• I rr APPt1rMLF FOR INSTALNR S SECURED FROM RTE OUTSIDE OR RSIDE (High Velocity HurrlcOne Zone) Llc SHUTTER.fy�rH15 C A 5/I6Y NO STNLL BE a tje POST CONNECTION —IAP m To BLL r'TN° aeras°'R"CL°1'cH"NE sEREw SECTIONG Dwc No:01-12 (RSI-06) DETAIL ]SHEET 5 OF 9 f E f MAXIMUM DESIGN PRESSURE RATING "W" ifs AND CORRESPONDING MAX/MUM SPAN L" SCHEDULE w D MAXIMUM ALLOWABLE DESIGN SPANS MINIMUM SEPARATION MAYIMUM TD CUSS(In f (F)L+.ALLOWABLE SPAN OUE IO POSMW DESIGN LOAD+W(af) 7 ALLOWASLE L-t ALLOWAGLE SPAN DUE M NEYME DESIGN LOAD-W(P.r� WINO LOAD SE077ONS 5 TO 8 SEC17ONS 1.2&9 SECRONS J dr 4 SECTION FO 1MVLK SlurmTr .���� CCC � IiYBIJf A Q g 4 7 DESMON'W' WALL MO1/MINO ROOR/Cf11fND MO(hV f1pOR/CQLA'!0 MW WALL MOIINRND rv;ruim wmw Die , (P.r,/) INSTALLATIONS INSTALLATIONS ALOATIONS INSTALLA77ON Rmrdo'-e• J0�01 AWA"� (2)TD DEWERMINE MAXIMUM ALLOWABLE SPAN: yO o P O Ar r7G4 a omw.PaSIIWE'LOAD(W+)AND NE617r1E LOAD(W-) �D�•I �� Y + L+ L- L+ L- OF 9911 nMNxR I S -IDFNr"TYPE OF INSWIAMN(WNL MONVRNO,BOOR 30 12'-4" 12'-4" 1?'-4" 12'-4 12-4 12-4" 12'-4" 12'-4 2 J 4" MOUNRnr._ETD.). y�5 -4 1 - - I2'-4" 12-4" 12'-4" 12'-4" 2 J14' -oarER&WE Y,/LUE OF L+AND L-tr�M MME _ 40 12'-4" I2'-4" 12'-4" 12'-4" 12'-4" 12'-4" 72'-4" 12'-4" .2 3/4' Fm -" 45 71'-10" 17'-10" 11'-10" 11'-f0 12'-4" 12'-4" 1M- 122'-J" 2 J 4' anNMwMr oto'VEs of c+�����ro zNE 50 i 1'-J" 11'-J" T 1-511=512-4Y2'-4' f '-i 2 3 4AFM?THE"kMIUM ALLOWABLE SP•W CHECK SCNMULE TALE 55 !0'—e" IO'-8" 11'-0" i 1'-0 12'-4" 12'-4' 7 -0" 2 3/4" oarAlx MawxuM ANaroR sPACLVa 60 10-3" f0'-J" 10'-7" 10'-7 i2'-0" 12'-4" 1 '-107 2 J 4MWEMBER TO SELECT ANCHOR SPACWD USCIO NECAMr DESIGN 65 9'-10" 9'-YO' 10'-2" 10'-2" 17'-6" 12'-4" 17-9" 2 J 4' LOAD(WP10 70 9'-6" 9'-6" 9'-9" 9'-9" 17'-7" 12'-4" 111'-6" 2 3 4" 75 9-29-29-4 9'-410'-9" 12'-4" 701-4" 2 3 480 8'-10" 8'-10" 9'-49-410'-5' 12'-4" 10l'-2" 'Z 314 Dt41L NYLON WHEELS WITH 0,490"BY 1.100"LONG NYLON CUIDE, WITH NO m 85 8'-7" 8'-7" 9'-0" 9'-4" 10'-Y" 12-4 10'-5" 1 J'-0 2 3 4' I.O. MARKS,AT TOP OF INTERIOR SLATS SPACED EQUALLY, FASTENED W17H 90 8'-4" 8'-4" 8'-9" 91-J" 9'-f0' 12'-4' 10'-3" JO-10" 2 314- ONE NO. 14 BY J"HEX HEAD PIN SCREWS, 95 7'-8" 8'-2" 8'-6" 9'-3" 9'-6" I2'-4" fO'-0" 10'-8" 2 314" 2 3 4" 0.490"O)AM£lER BY 0.590'NYLON CUID� WITH NO l.D. MARKS AT 7nF' 100 6'-10" 7'-11" 8'-4" 9'-1" 9'-4" 12'-4" 9'-10" 10-6" 2 J 4" 2 J/4' AND BOTMM OF EACH EXTERIOR SLAT,FASTENED WITH ONE NO. 14 BY J" � fO5 6'-J" 7'-.9" 8'-l" 8'-10" 8'-10" 12'-2" 9'-7" 10'-5" 2 3 2 J 4" HEX HEAD PIN SCREWS. ■ �$y 110 5'-6" 7-7" 7'-9" 8'-8" 8'-6" W-1/1!" 9'-5" 10'-J" 2 J14" 2 J1,4 0.490"DIAMETER BY D,B20"IKON QUID!~ M N NO MARKS AT TOP AND 115 4'-10" 7'-5" 7'-3" 8'-6" 8'-0" 11'-8" 9'-2" W-2' 2 314 2 314 BOTTOM OF EACH INTERIOR SLAT,FASTENED WITH ONE N0. 14 BY J'HEX 120 4'-2" 7'-J" 7'-2" B'-3" 7'-7" 11'-5` 9'-0' !0'-1" 2 314 2 3 4" ANEO PIN SCREWS 125 3'-6" 7'=1" 7'-0" 8'-1" 7'-3" 1!'-2" - JO'-0' 2 J 4" 2 J 4' O.J50'OWMETER BY 24"LONC ALUMINUM LOCK PIN,AT 70P AND 60TTOM 730 - 6'-11" -- 7'-11" 7'-0" f0'-!1" - 9'-f0" 2 314" 2 J 4 OF FACH LOCKINO SLAT, FASTENED W17H ONE f0-24 BY 01430"LONG 135 - 6'-10" - 7'-10" 6'-9" f0'-9" - 9'-9" 2 J14" 2 314 THUMB R)RN SCREWS. ` B , .� 140 - 6'-8" - 7'-8" 6'-6" l0,-7" - 9'-8" 2 314" 2 3 4" ,�• 145 = 6'-7" 7'-6" 6'-3" 10'-4" - 9-7" 2 J14" 2 1/4 *!' 150 - 6'-6" - 7'-)" 6'-0" 10'-2" - 9'-6" 2 J14- 2 J/4" dL7E8Lre11i7:I.tID1FS JSS - 6'-4" - 6'-9" 5'-10" f0'-0" - 9'-5" 2 314- 2 314 u sEcttDNs rr,a(a)ON THESE ORDurS CAN BE COMMED AND !L 160 6'-J" - 6'-5" 5'-8" 9'-10" - 1 9'-4" 2 314' 1 2 314 BN�Osr eE rAKfrN1THE LDWLsr sPAu �� 170 - 5'-i f" - 5'-8" 5=4" 9=7" - 9'-J" 2 1 2' 2 3 4" NDsr B AKEN E12 WEST sPµ.G ROUPS CAN BE �µD -mor, in 175 - 5'-6' 9'-1" 2 112- 2 160 - 1 45-2' - 4'-11" 5'-0" 9'-4" - 9t-01_ R 112" 2 314- 185 /4 785 - 4'-f0" - 4'-7' 4'-10" 9'-0" - 8'-11" 2 1 2" 2 J 4" PRODTICI'ILBVISFD O i J90 - 8'-9' 2 112" 2 3/4" 195 - 4'-1" - 3'-10" 4'-8" 8'-6' - 8'-6" 2 7 2" 2 3 4" TO TNN ULt1MArEW7ND PRESSURE-e1tDll;tat�1 PGSSUeE mRdIns logsvllhlhaFYorlda V 200 - 3'-6" - 3'-6" 4'-7" 8'-0" - 8'-0" 2 1 2" 2 3 4" FOR IOUA*AME 1O •fel Per a Bulldh o LbdO SWPLE VVI l /ALLDN'AEYL Acwptnnce No 0.6 BYpi Icon Dota 1 By I Ml n mt LMnt _ PROTWCT lumuFP M mmplY7n9 with the Fl,&Wa SCALE Building Cade AtxeptwtceNo& $;�O� DATE: 4-22-2015 'an Dau:,,yay�1]7'' Z7. F.B.C. M (Hlgh Velocity Hurricane Zone) DWG Not 01-12 (RSI-06) SHEET 6 OF 9 r MAXIMUM WIND I.oA(ZD c�1 PRESSURE"W"AND � IMUM WIND L4An bESIRN PRECRLiRE 'W" eY1 �, Mn I nen D cK• PRESS , . _ , CbNNC I !MAN R u-npDIMNDJIMN_OW_tN.OY'ILM6UP,�DLfSDSN TG,_ . fa'AND AND CRRESIPONDING KWIMIGAND COSPOTHMAAM ANCHOR ORRES � c M O FnH D t SPACIN anj SCHEDULE $ I ,QnA SCHMULE. . MA v s d WALL MOUNKNO WALL MOLMNO CEIUNO&FLOOR CMING&FLOOR WAIL MOUMNG WALL MOtWnH: n INSTALLATION AT 70P INSTALLATION AT TOP MOUNTING INSTALLATION MOUNTING INSTALIAVON INSTALLATION AT TOP INSTALLATION AT TOP. MAXIMUM OR BOTTOM OR BOTTOM AT TOP OR COMM AT TOP OR BOTTOM OR BOTTOM pR BOTTOM gg ¢ ALLOWABLE (SECTIONS 5 THRU 8) S B THRU 8) MAXIMUM (BECKONS 1.2&8 MAMMUM (SECTIONS J&4) MAXIMUM (SEOTK1t1S 6 THRU a)SECUONS 3 THRU 8) 3 H x p B ALLOWABLE ) ALLOWABLE ALLOWABLE mxomq tTv Lwsogal7 Q OESICN t10 oolronElET (m 9Asonap DESIGN (To coxtwo (to wxtALlt7 DESIGN lTv h r Q p p 10A4'W SHUTE R S SHUTtEft SPAN LOAD'W SHUTTER SPAR LAAO'W` Et1U SPAN LOAD"W SHUTTER SP SHUTTER (p,a,4) 5'-p• e'-o^ e'.e• a'.p• a•,.o. ;F.,-X' a. -e. 5._e. eLa' 6,_a, (P.e.t') 6'-0" 6',.e• a'.a' 6'..p• 3'-D" 6'-e• €€n w3 m ry{ oB L1T4 nl a ruts pR ik55 m eR tE83 70 MVL WL LEBa AUCKA e, 09 1E54 r T aB I8s5 Y TN j y 8 9 9 0 0 @ 9 9 0 9 9 0 AUJVM 9 9 0 B B 9 S it Y7 Y LA LESS THAN 74.0 0 9 0 LESS THAN 30.0 8 9 0 2 9 0 ty LESS THAN 30. 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ANCHOR LEGEND C 1515770 E O. FACORR a duc (High Velocity Hurricone Zone) TA9taN OR J' ,90 - 56f• DWG No:0112 (RSI-06) 2 t/2• .76 CALK-IN z• .50 SHEET 7 OF 9 t NOTE: ALL WOOD MEMBERS SHALL COMPLIED WITH THE c ENATIONAL DESIGN SPECIFICATIONS CURRENT DITION.MINIUM RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS. F6.2000 pal ECInC GRAVITY OF 0. _ STOCCO _ STOCCO STOCCO g 1/40 LAG SCRETis .0• 1/4'9!AO SCREWS O 6'D.C. 1/4'/LAG SCREWS O 8'D.C. 2;MIN THREAD �. Try W/ 1 1//2'MIN.THREADEO it;. W/1 1/2'MIN THREADED EMBEl1M N To .E7LIST1N0 EMBEDNENT 70 IXR11N0 WOOD •_ EMDEDM$Ni TO IXISTING WOOD F 5tlpt p p v _..:IiFADFR.•+......—_.�._._�.....i' els HEADER. ?' HEADER A F S 4 5 6 OR 2@ w� 7 K. I IIII N °, III III III II g =' II IIII . .,...• I I I W � '}; .. YI III II'I'I I EX STI MIN. I I I EXISTING IRA. I z '�•'.,.e IIII W I EXISIINO 2"+1 W000 � I I I I•R EXISTING MIN. WWW GLASS�� HEAD REQUIRED I I I z EXIST i 2"x4'WOOD I .I I I EGIASS I HEADER 2."REO RED I I I I o HEADER REQUIRED MIN, GLASS I I 1 IEd ' E CHEDULE ON SCHEDULE I I I I '� MIN.9EPARAiIONS TO CLASS I 'R I I I 1 I f I I I I I I MIN.SEPARATION TO GLASS EE SHEEP 6) I I I R1 I SEE SCHEDULE ON SHEET 6 ON SHEET 8 (S I I I 10 cz WALL CONNECTION AT OP @ WALL CONNECTION AT TOP 15 13,0 WALL CONNECTION AT TOP d m I E%ISTINc Y Q EXISTING GLAss�1 Y I I & GLASS \! I I I z I MIN.SEPARM11ON TO Otos I I #fOx]/a' MIN SEPARATION TO GLASS I 1 I I I MIN.SEPARATION TO GLASS I 1 I I I (SEE SCHEDULE ON SHEET 6 I I S.S.S.D.S. , I SEE SCHEDULE ON SHEET 6 I I 16 I SEE SCHEDULE ON SHEET B i I g I I I O 12'O.C. I I °' `• f •_`7'% 9 I I I�Im I I I IED y.q IX LAss11 8 IIII I�I J� ` i p III IT, � I I�jl IIII j B IIII MIN tl wALL U f I 1 wAu Y FINISH II 1 WALL I FlNISH ALTERNATE ..•�. I I I I . Y FINISH I I IIII I NRCHaR 't X`r.a �J`';y..• �• a �'{- L IACATION I� �.• 1 5 O I t`' 6 0R11111iI111 O ;: 14 PRODUCEREVISED 1/4'0••20 S.S.M.S. ®CmPlying VVllh Aha Plodda V ' a 1/4'0 IAO SCREWS O 6'O.G. !� W/NUT k WASHER RWWing Coda 0 .�: 1/4'0 LAG SCREWS O 6'O.C. O B'O.C,OR I<14k 7/4' Ac7tenc0No —O O!d W/1 1/2'MIN.THREADED +p•I / �R, 1 �Oznowo l7.0170t 4" EMBEDMENT EMBEDMENT 7O THREG WOOD i. SS S.O.S•O B'O.C. �P STUDTO EXISTING WQOD ,. :Ly SND. ,`,•ySTUD. PYIODUCT RL'NMD `.'+: t/4"0 LA0 SCREWS O 6'O.C. pa mmp1yi21g Whh the Florida 'i• W/1 1 2'MIN.THREADED ` v,A IfWldiote Code •'� EMOEOM(NT TO EXISTING WOOD 2 Aompt.nc.Net — �i_J�.p! STUD. 18" , 07.21 0 18,G MIN.2".4'STUDS IXL571N0 MM.2'x4'STUDS 7..Z. EXISTING MIN.270'STUDS 5 L m 18'O.C.,MNC.REQ'0. O I6'O.C.MAX.REQ'D. g)• O IB'O.C.MAX.REO. DATE: 4-22-2015 a 1 L:a.�v, O11 WALL CONNECTION AT SOTTO F.B.C. (I m 14 WALL CONNECTION AT BOTTOM 16 B.0 WALL CONNECTION AT BOTTOM (High Velocity Hurricane zone) t DWG No:01-12 (RSI-06) SHEET 8 OF 9 t NOTE; ALL WOOD MEMBERS SHALL COMPLIED WITH THE a RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS ®® $ gg NATIONAL MDESIGNINIMUM OF SPECIFICATIONS CURRENT Fb-ZO.Apal AN S CIFI1CT RALMV1 GRADE Pb+2000 Irxl AND SPECIFIC C1NVItt OF 0.37 � f��Q ,pp A p x EDGE EDGE(IF APPLICABLE} EDGE _ EDGE(IF APPLICABLE) .21 YL` wl] ,... .... gg gggA (IF APPLIGIBLE) OF APPLICABLE) EXISTING WOOD EXISTING WOOD t'pKi¢ a q 0 TRUSSES OR TRUSSES OR RAFTER a 24" i t/2' O RAFTER 0 24' T � O.C.REWREO RED EXISTING SOFFIT EAST NG TW 3/4'Max.*X. y .. n M w 114 4"S.MS, t Yx4"xt COM.ALUM,TUBE !1411/4"S.M.& I 1'x4'zt/B'CONT.ALUM,TUBE o a"O.C.MAX. /e a 0"O,C.MAX {6003-TIS AI10T)W {2 1 4'd (6063-•T6•At wj(2)t+'1 EAL� A `a TRUSS LOCATE LAAO 6CREWS At I ,LO TE LA0 CREWS AT t 7 MIDWIDTH OF EXISTING WOOD I I t i I MEM6ER,(ZMIDWIDTh F Mtn.NOMNALEXISTING D MEMBER.(2•Mn.NOMINAL 1 1 ri10. ) /2•Mtrl.PENETRATION EXISTING ; WIDTH)W/2"Min.PENEWTDN EX6T1N0 I OF R EO AREA.THIS CLASS ' tlT i i t{ OF EAD£D AREA,DG5 GLASS j ' III I if t NSTALLATION IS ONLY VALID FOR I I I I I III INSTALLATION 15 ONLY VALID FOR jjI y47; WOOD•W/MIN.SPECIFIC GRAVITY I MIN.SEPARATION 1}I 11 1 WOOD W/MIN.SPECIFIC GRAVITY IMIN.S£PABADON fI�I I i l T OF O-w L TO CLASS t i t OF O.S5. 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EDGE OF i EDGE I F 1 a OEOX 1F t aaatply6tBwildthePtaTidl W SPI CARL AAPPPUChBLE ' 1 APPLIGIBLE BtdldtltgCoda / DEDGE ECK AcoylattCe NO -D O!<[ I g / IICA6I.E gay ion DMe �� f ♦! }� ID t nnrrof EDGE OF DECK .EDGE OF IF APPLICABLE SUB 1F t APPLICABLE SC E. i ALTERNATE 1/4 E LAO SCREWS a 6'O.C.WI 1 1/2' ALTERNATE ESCI ALTERNATE Ila"d LAc sCREWs WI 6^aC.w_f_1 1/2' lfa'd IAG scit£Ws a 6'O.C.w/1 tdz" PATE: 4-22-2015 LOOh7NI0N MIN.THREADED EMBEDMENT TO STING ANCHOR IN.TIIR£ADED EMBFAMENT TO EXISTING MIN.7HREA•DED EMBEDMENT 70 IXISTN F.B.C.�+. 1i WOOD DECK WOOD DEVC WOOD 0=01 {.B.L+. i 1 SILL & ADJUSTABLE FLOOR 14 SL& ADJUSTABLE FLOOR (High Velocity Hurricane Zona) MOUNTING INSTALLATION MOUNTING INSTALLATION ® THRESHOLD.FLOOR MOUNTING INSTALLATIQN DWc No!01-12 (R51-06) SHEET 9 OF 9 t t a I A f I e i